Hydrogeology. Kevin M. Hiscock

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than the upper aquitard (Bense and Person 2008). (Source: Adapted from Bense, V.F. and Person, M.A. (2008) Transient hydrodynamics in inter‐cratonic sedimentary basins during glacial cycles. Journal of Geophysical Research 113, F04005.)

      Plate 7.1 Temperature and fluid electrical conductivity (EC) logs in the Outokumpu Deep Drill Hole, eastern Finland. The 2516 m deep research borehole was drilled in 2004–2005 into a Palaeoproterozoic metasedimentary, igneous and ophiolite‐related sequence of rocks in a classical ore province with massive Cu‐Co‐Zn sulphide deposits. The ‘Sample EC’ column shows the results of drill borehole water sampling in 2008. Arrows pointing to the left indicate interpreted depths of saline formation fluid flowing into the borehole and arrows to the right indicate fluid flowing out of the borehole. Arrows pointing up and down indicate the flow direction in the borehole. The ‘Fractures’ column indicates the interpreted fractures from sonic, electrical potential and calliper logs. The ‘Hydraulic tests’ column shows the test intervals and hydraulic permeabilities from packer experiments during drilling breaks. The ‘Lithology’ column shows the rock types (blue: metasediments; green and orange: ophiolite‐derived serpentinite and skarn rocks; pink: pegmatitic granite). (Source: Adapted from Ahonen et al. 2004.)

      Plate 7.2 Automated time‐lapse electrical resistivity tomography (ALERT) monitoring results during an interruption in groundwater pumping in an operational Lower Cretaceous sand and gravel quarry in West Sussex, England. Two times are shown: (a) ta and (b) tb imaged 15 days apart, as well as (c) the log resistivity ratio (tb/ta) plot showing sub‐surface change. Water levels shown are for piezometers P1 and P6. Dashed lines show the minimum and maximum water levels estimated from the log resistivity ratio section (Chambers et al. 2015). (Source: Adapted from Chambers, J.E., Meldrum, P.I., Wilkinson, P.B. et al. (2015) Spatial monitoring of groundwater drawdown and rebound associated with quarry dewatering using automated time‐lapse electrical resistivity tomography and distribution guided clustering. Engineering Geology 193, 412–420.)

      Plate 8.1 Replica pump with missing handle (see Plate 1b for comparison) in present‐day Broadwick Street, Soho, London. The handle from the original Broad Street pump was famously removed on 8 September 1854 on the recommendation of Dr John Snow (1813–1858) who had concluded that the outbreaks of deaths from cholera among residents of the parishes of St James and St Anne were due to drinking contaminated water from the Broad Street well. From his investigation into the epidemiology of the cholera outbreak around the well, Snow gained valuable evidence that cholera is spread by contamination of drinking water. Subsequent research by others showed that the well was contaminated by sewage from an adjacent cess pool at 40 Broad Street entering the 1.83 m diameter, 8.8 m deep, brick‐lined well sunk in sand above London Clay. This case represents one of the first, if not the first, study of an incident of groundwater contamination in Great Britain (Price 2004).

      Plate 9.1 (a) and (b) Location of the Kaibab Plateau in the Colorado Plateau physiographic province (maximum elevation of 2807 m) north of the Grand Canyon, Arizona, United States, including the outline of the Grand Canyon National Park. (c) Shaded relief image of the Kaibab Plateau and surrounding region with approximate locations of major faults in the area. (d) and (e) Two karst aquifer vulnerability maps of the deep (approximately between 650 and 1000 m below ground surface), semi‐confined Kaibab Plateau R (Redwall‐Muav) aquifer system created, respectively, with the original concentration‐overburden‐precipitation (COP) method described by Vías et al. (2006) and the modified COP method of Jones et al. (2019) that uses sinkhole density as well as the location of faulted and fractured rock to model intrinsic vulnerability. Note that the modified model has a reduced overall intrinsic vulnerability to contamination and greater spatial variation of vulnerability (Jones et al. 2019). (Source: Adapted from Jones, N.A., Hansen, J., Springer, A.E. et al. (2019) Modeling intrinsic vulnerability of complex karst aquifers: modifying the COP method to account for sinkhole density and fault location. Hydrogeology Journal 27, 2857–2868.)

      Plate 10.1 An example of a dune slack at Winterton Dunes National Nature Reserve on the east coast of Norfolk, eastern England, observed in September 2020. Dune slack (or pond) habitats are a type of wetland that appear as damp or wet hollows left between sand dunes where, as here, the groundwater reaches or approaches the surface of the sand. The unusual acidic dunes and heaths at Winterton are internationally important for the rare groups of plants and animals which they support. The temporary pools in the dune slacks provide breeding sites for nationally important colonies of natterjack toads. The natterjack toad Epidalea calamita is often associated with dune slacks. To breed successfully, natterjacks require warmer water such as found in shallow dune slacks.

      Plate 10.3 (a) Map showing global land‐ocean temperature anomalies in 2019. Regional temperature anomalies are compared with the average base period (1951–1980) (Source: NASA (2020). 2019 was the

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